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f _ _ 4.0'. (Min) --Retaining Curb <br /> See Ramp Lip Detail, Sheet a as necessary <br /> r rnZ 5%, - <br /> D <br /> SECTION A—A 4" (Mina Aggregate Base <br /> < �� �� Class 2. Compact to a <br /> minimum relative compaction <br /> of 90% (Typical) <br /> _ .- - - - - - <br /> COUNTRY CLUB BLVD <br /> Place Truncated Domes <br /> % o <br /> -- Front Edge of Sidewalk Adjust Existing SDI to at Curb Romp per 4.0 1 <br /> R.S.P. A88A (Typical) <br /> - (Flowline) R = 12.0' Final FL Grade (Typical) 833% + �2% 3 <br /> 0 6.a'x C 3 l Q. p 14.9'x e� <br /> 3.5. <br /> - - - - Front Edge of Sidewalk 'i� ra SECTION B—B <br /> - _ _ _ (Flowline) R = 9.0' — o a-� u <br /> n C 8�3% - .. <br /> o '' a <br /> (Max.) - - o <br /> z Place 3' CG&S <br /> Ei Transition (Typical) r , �I r P Retaining Curb <br /> m BCR -I as necessary <br /> 9 ECR Existing Sprinkler <br /> (Typ all locations) <br /> R & D Exist. AC �u ; to be relocated <br /> Place AC mist. areas C I I <br /> as Shown '> <br /> Existing joint pole " Existing Tap of Curb <br /> to remain in place II R & D Exist. CG&S '"""'"' 25' 4.0' Existing Flowline -- <br /> Install New CG&S Vor. <br /> (Typical) a, -- w%71 1 .0 <br /> x-{1 .0 <br /> Conform at Existing Expansion Joint or TF+ »I <br /> Saw Cut and Conform at Existing Weakened 3.5" <br /> 0 o Plane Joint or Score Mark (Typical) II <br /> M <br /> SECTION C—C <br /> m <br /> A COUNTRY CLUB BLVD/BUENA VISTA AVE <br /> m <br /> COUNTY OF SAN JOAQUIN NO SCALE SPECIAL RAMP DETAILS ACCESS BILITY SMPROVEMENTS 9h at z4 <br /> DRAWN BY DATE PROJECT NGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />